Passive Congregation Theory for Particle Swarm Optimization (PSO): an Application in Reservoir System Operation
-
2018-11-30 https://doi.org/10.14419/ijet.v7i4.35.22767 -
Reservoir release policy, Particle swarm optimisation, Swarm Intelligences -
Abstract
Particle swarm optimisation (PSO) is a very well-known method and has a strong background in optimisation filed to solve different non-linear, complex problems especially in creating the reservoir release policies. This research modified the particle updating process of the standard PSO algorithm by including the passive congregation (PC) theory. The passive congregation theory of natural being’s social behaviour is adopted to updated the standard PSO algorithm and used to develop and optimise a reservoir release policy for monthly basis. The inflow data to the dam/reservoir has categorised into three different categories (High, medium and low). The problem is formulated on correspondence to the release and capacity constraints. Water deficit from the release is aimed to be minimised and formulated as the main objective function. Monthly releases are taken as the main objective variables and are essentially control the water deficit of the process. The standard form of PSO then compared with the updated version and the results is analysed by adopting different performance measuring indicators such as reliability, vulnerability and resilience. The results showed that the updated PSO-PC is more capable of the standard PSO (5% more reliable; 0.02 less vulnerable and 1.5 more resilience) in providing optimum results for a reservoir system.
-
References
[1] Eberhart, R. C., Shi, Y., Kennedy, J. Swarm intelligence. Elsevier. (2001)
[2] Gandomi, A. H., Yang, X. S., Talatahari, S., Alavi, A. H. Metaheuristic algorithms in modeling and optimization. In Metaheuristic applications in structures and infrastructures, 1-24. (2013).
[3] He, S., Wu, Q.H., Wen, J.Y., Saunders, J.R. and Paton,R.C. A particle swarm optimizer with passive congregation. Bio Systems, 78(1-3), 135-147. (2004).
[4] Parrish, J.K. and Hamner,W.M. Animal Groups in Three Dimensions. Cambridge University Press, Cambridge, UK. (1997).
[5] Magurran, A.E.and Higham, A. Information transfer across fish shoals under predator threat. Ethology, 78(2), 153–158. (1988).
[6] Hossain, M.S., El-Shafie, A., Mahzabin, M.S., Zawawi, M.H. System performances analysis of reservoir optimization–simulation model in application of artificial bee colony algorithm. Neural Computing and Applications, 1-12. (2016a). doi: 10.1007/s00521-016-2798-2
[7] Hossain, M.S., El-Shafie A., Mohtar, W.H.M.W. Application of intelligent optimization techniques and investigating the effect of reservoir size in calibrating the reservoir operating policy. Water Policy, 17 (6), 1143-1162. (2015).
[8] MS Hossain, A Reservoir Release Optimization-Simulation Model Using Particle Swarm Optimization (PSO) Algorithm. Journal of Engineering and Applied Sciences 100(10): 2186-2192. (2016b)
[9] Mohammed Falah Allawi, Othman Jaafar, Firdaus Mohamad Hamzah, Mohammad Ehteram, Md Shabbir Hossain, Ahmed El-Shafie. Operating a reservoir system based on the shark machine learning algorithm. Environmental Earth Sciences, 77(10): 366. Doi: 10.1007/s12665-018-7546-8. (2018)
[10] Md S Hossain, A El-Shafie. Optimal operation of Klang gate dam using genetic algorithm. Jurnal Teknologi (Sciences and Engineering), 65(2): 37-40. (2013)
[11] Lariyah, M.S., Mohiyaden, H.A., Hayder, G., Hayder, G., Hussein, A., Basri, H., Sabri, A.F. And Noh, M.N. Application of Moving Bed Biofilm Reactor (MBBR) and Integrated Fixed Activated Sludge (IFAS) for Biological River Water Purification System: A Short Review, IOP Conference Series: Earth and Environmental Science 2016a.
[12] Sidek L, Basri H, Lee LK, Foo KY. The performance of gross pollutant trap for water quality preservation: a real practical application at the Klang Valley, Malaysia. Desalination and Water Treatment. 7;57(52):24733-41. (2016b)
[13] Hafiz I, Nor N.D.M, Sidek L.M, Basri H, Hanapi M.N, Livia L, Application of Integrated Flood Analysis System (IFAS) for Dungun river basin,IOP Conference Series: Earth and Environmental Science, 16(1), Article number 012128. (2013)
[14] Hafiz, I., Sidek, L.M., Basri, H., Fukami, K., Hanapi, M.N., Livia, L. & Jaafar, A.S. 2015, "Integrated flood analysis system (IFAS) for Kelantan river basin", IEEE 2nd International Symposium on Telecommunication Technologies, Article number 7238196, pp. 159-162.
[15] Che Ros F, Tosaka H, Sidek LM, Basri H., Homogeneity and trends in long-term rainfall data, Kelantan River Basin, Malaysia, Int J River Basin Management, 14(2), pp. 151-163. (2016)
[16] Chow MF, Abu Bakar MF, Sidek LM, Basri H. Effects of substrate types on runoff retention performance within the extensive green roofs, J Eng Appl Sci, 12(21), pp. 5379-5383. (2017)
[17] Razad AZ, Muda RS, Sidek LM, Azia IS, Mansor FH, Yalit R. Simulation of breach outflow for earthfill dam, IOP Conference Series: Earth and Environmental Science, 16(1), Article Number 012030. (2013)
[18] Nor Amira Binti Bahari Md. Shabbir Hossain. Industrial waste water treatment using bagasse as an adsorbent. Putrajaya International Built Environment, Technology and Engineering Conference (PIBEC2016), pp- 44-49, (2016).
[19] Al-Ani, I.A.R., Mohd Sidek, L. And Basri, N.E.A. Expert system for mitigating erosion and sedimentation due to stormwater during construction activities in Malaysia. European Journal of Scientific Research, 38(1), pp. 38-44. (2009)
[20] Wurbs R.A. Modelling and analysis of reservoir system operations. Prentice-Hall, Inc, Upper Saddle River, NJ, USA. (1996)
[21] Loucks, D. P., & Van Beek, E. Water resource systems planning and management: An introduction to methods, models, and applications. Springer. (2017).
-
Downloads
-
How to Cite
Hossain, M. S., Sidek, L. B. M., Marufuzzaman, M., & Zawawi, M. H. (2018). Passive Congregation Theory for Particle Swarm Optimization (PSO): an Application in Reservoir System Operation. International Journal of Engineering & Technology, 7(4.35), 383-387. https://doi.org/10.14419/ijet.v7i4.35.22767Received date: 2018-12-01
Accepted date: 2018-12-01
Published date: 2018-11-30